Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000567 DEA: 042K7404 EFIS: 0417000018
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-37-R11.2/14.5
Work Description: COLD PLANE AC PVMT, PLACE RHMA AND REPLACE CONCRETE BARRIER.
Location Description: MARIN COUNTY IN AND NEAR NOVATO FROM IGNACIO OVERHEAD TO PETALUMA RIVER BRIDGE
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Street, Concord, CA 94520
Resident Engineer: Christopher Prokop Structure Rep.: Jeremy Light
DIME Sample ID: 2025-10-24-70
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2025
The quantity of what the sample constitutes: 750 tons
A brief description of the sample: 3/4" HMA type A WMA
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Santa Rosa
DIME Test ID: 2025-10-24-70-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 04/06/2026
Date Tested: 10/27/2025
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Calc. avg CF;
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
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2871.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4920.2 g
|
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Mass of HMA Sample prior to ignition
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2049 g
|
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Corrected Asphalt Binder Content
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4.9 %
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Mass Loss
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125.6 g
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Mass of aggregate remaining after ignition
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1923.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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1.08 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.15 %
|
|
Test Temperature
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538 C
|
DIME Test ID: 2025-10-24-70-2
Test Method: AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 04/06/2026
Date Tested: 10/27/2025
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Calc. avg CF
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
2883 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4932 g
|
|
Corrected Asphalt Binder Content
|
4.9 %
|
|
Mass of HMA Sample prior to ignition
|
2049 g
|
|
Mass Loss
|
127.3 g
|
|
Mass of aggregate remaining after ignition
|
1921.7 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.16 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.15 %
|
|
Test Temperature
|
538 C
|